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a� <br /> U- <br /> 3 <br /> a� <br /> z <br /> 0 <br /> COMPACTION TEST REPORT <br /> 0 <br /> 127 <br /> m <br /> c <br /> N <br /> .3 <br /> 0 <br /> 122 ° <br /> O <br /> L <br /> .3 <br /> C <br /> v <br /> _ 117 <br /> U U <br /> O O' o <br /> O <br /> .� <br /> N C <br /> � O <br /> N T <br /> L <br /> O 0 <br /> 112 <br /> m <br /> L <br /> N <br /> O <br /> N <br /> H 107 <br /> -o ZAV for <br /> y Sp.G._ <br /> 2.65 <br /> 0 <br /> v <br /> 102 <br /> 9 11 13 15 17 19 21 <br /> cl <br /> U) <br /> Water content,% <br /> E —0— -Rock Corrected —o---Uncorrected <br /> Test specification: ASTM D 698-12 Method B Standard <br /> w ASTM D4718-15 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> 0 <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> a2 <br /> m Stockpile Sc A-2-6(2) 2.65 40 28 17.4 27.4 <br /> m <br /> O ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Dark brown clayey sand with gravel <br /> �_, Maximum dry density= 121.4 pcf 114.9 pcf <br /> L <br /> c Optimum moisture= 12.9% 14.6% <br /> a Project No. 475.0106.032 Client: CC&V Gold Mining Company Remarks: <br /> :3 Project: Squaw Gulch VLF Phase 2 <br /> 13 <br /> c_ <br /> 0Location:Tezak Processing Plant Sample Number:NFSLF-94-C <br /> m <br /> ':NewFields <br /> H Figure NFSLF-94C <br /> Tested By: JB Checked By:TW <br />